TEMP FISH COLLECT Pages from Combined 90 Plans.pdf
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- Attached to
- Virtual Industry Day Special Notice: Renovation of the Fish Collection Facility on the Toutle River
- Solicitation number
- PAN26P29638_Industry_Day
About this file
This document is a set of structural design drawings for a Temporary Fish Collection facility prepared by the US Army Corps of Engineers. The drawings are part of Revit model file TRF-1.102 Toutle Structural Model, dated October 1, 2025, with a contract number W91328-XX-X-XXXX. The drawings were prepared by P.E. Abbacan and reviewed by P.E. Son.
The structural design includes a presort pool and watersupply channel with an isometric view showing a concrete foundation base with internal steel frame, grating, and access platforms. Plan views detail the collection box layout at lower, floor, and upper levels, featuring seven collection chambers with rounded openings, steel frame members, and internal bracing. The facility dimensions are approximately 24 feet 8 inches in length with various compartment widths ranging from 5 feet to 9 feet 9 inches. Front elevation drawings depict a temporary fish collection structure with multiple collection cells, approximately 14 feet 6 inches to 19 feet 3 inches in width sections, supported on a cast foundation at elevation 747.67. Additional structural details include a typical steel frame base connection showing precast concrete foundation elements, cast-in-place post installation anchors, structural steel frame members, and grating floor systems. A trash rack ledger detail illustrates embedment into the concrete weir box wall with full-height bearing specifications and reinforcement requirements. The design incorporates steel chord members, internal angles, bar grating floors, and access platform support beams throughout the structure.
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SCALE: NTS1 PRESORT POOL AND WATERSUPPLY CHANNEL ISOMETRIC VIEW
SN201
TEMPORARY FISH COLLECTION
FRONT ELEVATION
SN202
TEMPORARY FISH COLLECTION
FRONT ELEVATION1
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SCALE:1 : 601 COLLECTION BOX OVERALL PLAN VIEW
HOLD DOWN ANCHOR.
TYP EA CORNER
PRECAST FOUNDATION
ELEMENTS
STEEL CHORD MEMBERSCOLLECTION BOX LIFTING
SPLICE LOCATIONS
INTERNAL STEEL FRAME
LOCATIONS
HSS6X6 POST TYP
4' - 9" 5' - 0" 5' - 0" 4' - 6" 1' - 0" 4' - 6" 5' - 0" 5' - 0" 4' - 6" 1' - 0" 4' - 6" 5' - 0" 5' - 0" 5' - 0" 9' - 9"
70' - 0"
10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"
70' - 0"
5'
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INTERNAL STEEL FRAME
LOCATIONS
BAR GRATING AT
ACCESS PLATFORM
STEEL CHORD MEMBERS OPEN TO
BELOW
ACCESS PLATFORM
SUPPORT BEAMS
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SCALE: 1/4" = 1'-0"2 PLAN VIEW OF COLLECTION BOX AT FLOOR LEVEL
SCALE: 1/4" = 1'-0"1 PLAN VIEW OF COLLECTION BOX AT LOWER LEVEL
SCALE: 1/4" = 1'-0"3 PLAN VIEW OF COLLECTION BOX AT UPPER LEVEL
723.00
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747.67
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732.65
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14' - 9"14' - 6"1' - 0"19' - 0"1' - 0"19' - 3"
755.00
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SCALE: 1/4" = 1'-0"1 TEMPORARY FISH COLLECTION FRONT ELEVATION
747.67
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SCALE: 1/4" = 1'-0"1 TEMPORARY FISH COLLECTION FRONT ELEVATION1
747.67
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3' - 0" 6' - 6" 3' - 0"
1'
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3/ 4"
723.00
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3' - 0" 6' - 6" 3' - 0"
1'
1/
4" 9'
3/ 4"
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SCALE: 1/2" = 1'-0"1 COLLECTION BOX SECTION-A
SCALE: 1/2" = 1'-0"2 COLLECTION BOX SECTION-B
PRECAST CONCRETE FOUNDATION
ELEMENT
CAST IN OR POST INSTALLED
ANCHOR TYP AT FRAME
INTERNAL STEEL FRAME
MEMBER
BAR GRATING FLOOR
CONT. INTERNAL ANGLE
NON-STRUCTURAL INTERNAL
STEEL LINER PLATE
INTENAL STEEL FRAME
MEMBER
STRUCTURAL STEEL SHELL
PLATE
SHELL PLATE CONN. TYP
AROUND FULL PERIMETER
OF PLATE. DETAILED TO
SUPPORT PRE-FAB AND
CRANE INSTALL
STEEL CHORD MEMBER
FULL DEPTH STIFFENER TYP
EA INTERNAL FRAME
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7" M
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1.25" DIA ASTM F1554 GR 36 THREADED
ROD HOLD-DOWN THREADED ROD
SUBMERSIBLE GROUT OR EPOXY
APPROVED FOR UNDERWATER
INSTALLATION
(E) STILLING BASIN APRON
REINFORCING
(E) STILLING BASIN CONCRETE
APRON
PRECAST BOX CURVERT
FOUNDATION ELEMENT
HOLD-DOWN ROD VOID. CONT. FULL
HEIGHT OF CULVERT SECTION
FULL HEIGHT REMOVEABLE BEARING
SLEEVE. ISOLATE AS REQ'D TO PREVENT
CORROSION AND FACILITATE REMOVAL
AFTER CONSTRUCTION
1.25" DIA ASTM F1554 GR 36 THREADED
ROD HOLD-DOWN THREADED ROD. TO BE
REMOVED AFTER CONSTRUCTION OF
FCF IS COMPLETE
CONNECTION BASE PLATE
ASSEMBLY
DOUBLE LOCKING NUT AND
PLATE WASHER
THREADED ROD COUPLER RATED
TO DEVELOP THE YIELD STRENTH
OF THE THREADED ROD
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SCALE: 1 1/2" = 1'-0"1 TYPICAL STEEL FRAME BASE CONNECTION
SCALE: 1 1/2" = 1'-0"2 TRASH RACK LEDGER EMBED INTO CONCRETE WEIR BOX WALL
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